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KELLER, SCHLEIGHER & MacWILLIAM ENGINEERING AND
TESTING, INC.
MARTIN (772) 337-7755
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445
FAX (561) 845-8876
www.ksmengineedng.net MELBOURNE (321) 768-8488
G.A.: 5693
E-Mail: KSM@KSMENGINEERING.NET
ST. LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
July 31, 2019 SCANNED KSM JOB #
: 193029-1d/MH/ct
PERMIT #
1906-0491 By
St. Lucie
CONTRACTOR
Countv
Dave Golden Homes
JOB LOCATION
980 Trowbridge Road
Fort Pierce, Florida
ITEM TESTED
Compacted Foundation Fill - 1 st Lift
TEST LOCATION
PEN DRY MAX. DRY
DEPTH
PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE
COMPACTION
1. N.W.
0" - 12" 50 108.1 110.1
98.2
2. N. E.
50 106.4
96.6
3. Center
51 106.1
96.4
4. S.W.
51 105.8
96.1
5. S.E.
50 106.0
96.3
Soil Description:
Brown Sand
In Place Moisture:
8.9 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.1 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
111.0 i I ! I I 1
W
E
I
G 110.0
H
T
P I I I I I
109.0
C
F108.0
I I I I
I
D
R I I I I I I
Y
107.0.......... .._...
9 10 11 12 13 14 15
Moisture - % of Dry Weight
St. Lucie County Building Department
I / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7765 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmongineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED July 31, 2019 KSM JOB # : 193029-2d/MH/ct
PERMIT # 1906-0491
CONTRACTOR Dave Golden Homes
JOB LOCATION 980 Trowbridge Road
Fort Pierce, Florida
ITEM TESTED
Compacted Foundation Fill - 2nd Lift Lift
TEST LOCATION
DEPTH
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1.
N.W.
0" - 12"
45
108.6
110.1
98.6
2.
N.E.
45
167.9
98.0
3.
Center
50
110.4
100.3
4.
S.W.
50
109.6
99.5
5.
S.E.
50
108.3
98.4
Soil Description:
Brown Sand
In Place Moisture:
9.3 Percent
Optimum Moisture:
12.0 Percent "
Max. Dry Density:
110.1 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
111.0
W
E
G
110.0 1— .. _.�— ..
— — —•. .. �.. _
.. .. _..
H
I I
I I I
I
T
P
109.0.._.L_
._j._.._j.._..�. _..
j .._..
C
F108.0
j
I
I I I
I I I
I
I
D
I I
I I I
I
R
Y
107.0
9 10
11 12 13
14 15
Moisture - % of Dry Weight
St. Lucie County Building Department
I / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366